This research developed and applied a comprehensive technique to evaluate the Differential Axial Shortenings (DASs) in composite high rise buildings. The findings of this research will help to reduce the adverse effects of DASs and facilitate safer designs of buildings. A method, based on the vibration characteristics of the building, to update the initial predictions during the service stage of the building has also been developed and applied
Differential axial shortening in vertical members of reinforced concrete high-rise buildings occurs ...
Axial shortening of columns and walls is inevitable in any reinforced concrete or hybrid steel–concr...
Differential vertical shortening (DVS) is the relative vertical shortening between two adjacent vert...
This research developed and applied a comprehensive technique to evaluate the Differential Axial Sho...
Use of concrete filled steel tube columns is becoming increasingly popular in high rise buildings du...
Use of Concrete Filled Steel Tube (CFST) columns are becoming increasingly popular in high rise buil...
Non linear deformation of concrete has an adverse impact on high-rise buildings with complex\ud geom...
In recent decades, the trend of constructing tall buildigs using composite columns (concrete filled ...
This paper treats the interaction of outrigger-belt systems (OBS) with structural frames in high-ris...
Concrete Filled Steel Tube (CFST) columns are popular in high rise buildings due to their superior s...
Differential axial shortening in vertical members of reinforced concrete high-rise buildings occurs ...
Axial shortening of columns due to long term creep and shrinkage is inevitable in tall reinforced co...
Differential axial shortening, distortion and deformation in high rise buildings is a serious concer...
Even today, only a very few number of tall buildings are available in Sri Lanka, compared to other c...
As buildings inevitably increase in height, vertical support elements (e.g. columns and shear walls)...
Differential axial shortening in vertical members of reinforced concrete high-rise buildings occurs ...
Axial shortening of columns and walls is inevitable in any reinforced concrete or hybrid steel–concr...
Differential vertical shortening (DVS) is the relative vertical shortening between two adjacent vert...
This research developed and applied a comprehensive technique to evaluate the Differential Axial Sho...
Use of concrete filled steel tube columns is becoming increasingly popular in high rise buildings du...
Use of Concrete Filled Steel Tube (CFST) columns are becoming increasingly popular in high rise buil...
Non linear deformation of concrete has an adverse impact on high-rise buildings with complex\ud geom...
In recent decades, the trend of constructing tall buildigs using composite columns (concrete filled ...
This paper treats the interaction of outrigger-belt systems (OBS) with structural frames in high-ris...
Concrete Filled Steel Tube (CFST) columns are popular in high rise buildings due to their superior s...
Differential axial shortening in vertical members of reinforced concrete high-rise buildings occurs ...
Axial shortening of columns due to long term creep and shrinkage is inevitable in tall reinforced co...
Differential axial shortening, distortion and deformation in high rise buildings is a serious concer...
Even today, only a very few number of tall buildings are available in Sri Lanka, compared to other c...
As buildings inevitably increase in height, vertical support elements (e.g. columns and shear walls)...
Differential axial shortening in vertical members of reinforced concrete high-rise buildings occurs ...
Axial shortening of columns and walls is inevitable in any reinforced concrete or hybrid steel–concr...
Differential vertical shortening (DVS) is the relative vertical shortening between two adjacent vert...